IFB 27011 Addendum 1 Drawings Part 1 Revised.pdf

M D G

STRUCTURAL ENGINEERS

192 Ballard Court, Suite 102 Virginia Beach, Virginia 23462 Phone (757) 965-2000 Fax (757) 965-2001 www.mdg-eng.com

1277 Perimeter Pkwy Virginia Beach, Virginia 23454 Phone (757) 499-7223

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ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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COVER SHEET

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N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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VICINITY MAP

LOCATION MAP

PROJECT TEAM PROJECT IMAGE SHEET INDEX

CITY OF SUFFOLK, VA

GODWIN - VIRGINIAN PILOT BUILDING

06/17/2026

BID DOCUMENTS

157 N MAIN STREET SUFFOLK, VA 23434

RENOVATION

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES

CIVIL

CA001 COVER

CA002 GENERAL NOTES

CA003 GENERAL NOTES

CA004 GENERAL NOTES

CA005 GENERAL NOTES

SV100 SARATOGA EAST TOPOGRAPHIC SURVEY

SV101 SARATOGA EAST TOPOGRAPHIC SURVEY

SV102 SARATOGA EAST TOPOGRAPHIC SURVEY

CD100 DEMO & ES

CD500 DEMO & ES DETAILS

CD501 DEMO & ES NARRATIVE

CS100 SITE PLAN

CS500 SITE PLAN DETAILS

CS501 CONSTRUCTION DETAILS

CS502 CONSTRUCTION DETAILS

CG100 GRADING PLAN

CP100 PLANTING PLAN

CP500 PLANTING PLAN DETAILS

ES001 GENERAL NOTES LEGEND AND ABBREVATIONS

ES002 SITE PHOTOMETRIC PLAN

ES003 ELECTRICAL SITE PLAN

ES501 DETAILS

ES701 SPECIFICATIONS

LIFE SAFETY

LS001 CODE SUMMARY

LS101 LIFE SAFETY PLAN

HAZMAT

H-001 HAZMAT GENERAL NOTES & PHOTOS

H-101 FIRST FLOOR PLAN - HAZMAT REMOVAL

H-102 SECOND FLOOR PLAN AND ROOF - HAZMAT REMOVAL

H-103 ROOF PLAN - HAZMAT REMOVAL

STRUCTURAL

S-001 GENERAL NOTES

S-002 TYPICAL DETAILS AND ABBREVIATIONS

S-003 TYPICAL DETAILS

S-101 FIRST FLOOR PLAN - NEW WORK

S-102 PARTIAL SECOND FLOOR FRAMING PLANS AND SECTIONS

S-103 OVERALL ROOF PLAN - NEW WORK

S-104 PARTIAL ROOF FRAMING PLAN AND SECTIONS

S-105 PARTIAL ROOF FRAMING PLANS, SECTIONS AND DETAILS

ARCHITECTURE

A-001 SYMBOLS AND ABBREVIATIONS

A-002 PARTITION TYPES

AD101 OVERALL FIRST FLOOR PLAN - DEMOLITION

AD102 OVERALL SECOND FLOOR PLAN - DEMOLITION

AD111 OVERALL FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD112 OVERALL SECOND FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD121 OVERALL ROOF PLAN - DEMOLITION

AD201 BUILDING ELEVATIONS - DEMOLITION

AD301 WALL SECTIONS - DEMOLITION

AD501 EXISITNG CONDITION PICTURES

A-101 OVERALL FIRST FLOOR PLAN - NEW WORK

A-102 OVERALL SECOND FLOOR PLAN - NEW WORK

A-111 OVERALL FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK

A-112 OVERALL SECOND FLOOR REFLECTED CEILING PLAN - NEW WORK

A-121 OVERALL ROOF PLAN - NEW WORK

A-201 BUILDING ELEVATIONS - NEW WORK

A-301 WALL SECTIONS - NEW WORK

A-401 ENLARGED RESTROOM PLANS AND ELEVATIONS, TOILET ACCS SCHEDULE

A-402 ENLARGED RESTROOM PLANS AND ELEVATIONS

A-403 ENLARGED SHOWER ROOM PLANS AND ELEVATIONS

A-404 ENLARGED BREAK ROOM PLANS AND ELEVATIONS

A-405 INTERIOR ELEVATIONS

A-406 INTERIOR ELEVATIONS

A-407 TYPICAL PLUMBING FIXTURE AND TOILET ACCESSORIES MOUNTING HEIGHTS

A-501 CEILING AND PARTITION DETAILS

A-502 PLAN DETAILS

PROJECT LOCATION:

PROJECT NAME:

GOVERNING BUILDING CODE:

PROJECT TYPE:

157 N. MAIN ST. SUFFOLK, VA 23434

GODWIN - VIRGINIAN PILOT BUILDING RENOVATION

VIRGINIA UNIFORM BUILDING CODE (2021 VIRGINIA CONSTRUCTION CODE, 2021 VIRGINIA EXISTING BUILDING CODE)

THE EXISTING VIRGINIAN PILOT BUILDING WILL BE RENOVATED TO ACCOMODATE CURRENT AND FUTURE NEEDS OF GROWING GODWIN COURTS. THE BUILDING WILL INCLUDE SPACE FOR PRIVATE OFFICES, OPEN OFFICE, CONFERENCE ROOMS, BREAKROOMS, FITNESS ROOM AND RESTROOMS. THE REMOVAL AND REPLACEMENT OF EXISTING ROOFING SINGLE-PLY MEMBRANE AND ROOF INSULATION WITH NEW SINGLE-PLY MEMBRANE, ROOF INSULATION, ROOF TOP METAL FLASHINGS, COPINGS, REPAIR/REPLACEMENT OF DAMAGED METAL ROOF DECK AS NEEDED AND REPLACEMENT OF INTERNAL ROOF DRAIN FITTINGS. SCOPE INCLUDES THE REPLACEMENT OF EMERGENCY OVERFLOW SCUPPERS, EXTENSION OF VTR'S, AND EF CURBS TO OBTAIN MINIMUM FLASHING HEIGHTS ABOVE FINAL ROOF FINISH. PARKING LOT ON SARATAGO STREET BEHIND THE BUILDING WILL UNDERGO SITE IMPROVEMENTS AND A NEW PARKING LAYOUT.

SHEET

NUMBER SHEET NAME

A-521 ROOF DETAILS - DEMOLITION & NEW WORK

A-522 ROOF DETAILS - DEMOLITION & NEW WORK

A-523 ROOF DETAILS - DEMOLITION & NEW WORK

A-524 ROOF DETAILS - NEW WORK

A-525 ROOF DETAILS - DEMOLITION & NEW WORK

A-551 MISCELLANEOUS DETAILS

A-601 DOOR SCHEDULE AND DOOR TYPES

A-602 DOOR DETAILS

A-603 STOREFRONT ELEVATIONS

A-604 STOREFRONT DETAILS

A-701 FINISH SCHEDULE AND LEGEND, EQUIPMENT SCHEDULE

A-702 OVERALL FIRST FLOOR FINISH PLAN

A-703 OVERALL SECOND FLOOR FINISH PLAN

A-704 TRANSITION AND FINISH DETAILS

A-801 OVERALL FIRST FLOOR SIGNAGE PLAN

A-802 SIGNAGE SCHEDULE AND DETAILS

A-803 SIGNAGE LEGEND

PLUMBING

P-001 LEGEND, NOTES AND ABBREVIATIONS

P-002 FIXTURE PLATES

PD-101 OVERALL FIRST FLOOR PLAN - DEMOLITION

PD-102 OVERALL ROOF PLAN - DEMOLITION

P-101 OVERALL FIRST FLOOR SANITARY PLAN - NEW WORK

P-102 OVERALL ROOF PLAN - NEW WORK

P-201 OVERALL FIRST FLOOR DOMESTIC WATER PLAN - NEW WORK

P-501 RISERS, SCHEDULES, AND DETAILS

MECHANICAL

M-001 LEGEND, NOTES AND ABBREVIATIONS

MD-101 OVERALL FIRST FLOOR MECHANICAL PLAN - DEMOLITION

MD-102 OVERALL SECOND FLOOR MECHANICAL PLAN - DEMOLITION

MD-103 OVERALL ROOF PLAN - DEMOLITION

M-101 OVERALL FIRST FLOOR DUCTWORK PLAN - NEW WORK

M-102 OVERALL SECOND FLOOR DUCTWORK PLAN - NEW WORK

M-202 OVERALL SECOND FLOOR PIPING PLAN - NEW WORK

M-201 OVERALL FIRST FLOOR PIPING PLAN - NEW WORK

M-203 OVERALL ROOF MECHANICAL PLAN - NEW WORK

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

ELECTRICAL

E-001 NOTES AND ABBREVIATIONS

E-002 LEGEND

ED101 OVERALL FIRST FLOOR ELECTRICAL PLAN - DEMOLITION

ED102 PARTIAL SECOND FLOOR PLAN - DEMOLITION

ED103 ROOF POWER PLAN - DEMOLITION

E-101 OVERALL FIRST FLOOR LIGHTING PLAN - NEW WORK

E-102 PARTIAL SECOND FLOOR PLAN - NEW WORK

E-201 OVERALL FIRST FLOOR POWER PLAN - NEW WORK

E-202 OVERALL ROOF POWER PLAN - NEW WORK

E-301 OVERALL FIRST FLOOR SPECIAL SYSTEMS PLAN - NEW WORK

E-501 LIGHTING DETAILS

E-502 LIGHTING DETAILS

E-503 DETAILS

E-504 DETAILS

E-505 DETAILS

E-601 POWER RISER DIAGRAM - DEMOLITION

E-602 POWER RISER DIAGRAM - NEW WORK

E-603 SPECIAL SYSTEMS RISER DIAGRAMS

E-604 PANEL SCHEDULES

E-605 SCHEDULES

ARCHITECTURE ENGINEERING GEOSPATIAL

GEOENVIRONMENTAL RESOURCES, INC.

Consulting Engineers

PROJECT INFORMATION

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PROJECT SITE

Lic. No. 013830

JASON A. MILLER

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06/18/2026 Lic. No. 0401013830

06/17/2026

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INSTALL ADA CANE APRON ON

STANDING DRINKING FOUNTAIN

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ALL

DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT MATERIALS

SO THAT REPAIR IS IMPERCEPTIBLE.

3. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER DISCIPLINE DEMOLITION SCOPE

OF WORK.

4. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS UNOBSTRUCTED, ILLUMINATED AND PROTECTED FROM

CONSTRUCTION ACTIVITIES.

5. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST, DIRT AND DEBRIS CAUSED BY

DEMOLITION OPERATIONS.

6. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE

ON-SITE. TRANSPORT DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

7. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND

CONSTRUCTION DOCUMENTS.

8. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL IMMEDIATELY REPORT ANY ERRORS, INCONSISTENCIES OR OMISSIONS TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND OTHER INFORMATION BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE CONTRACTING OFFICER OR

OWNER'S REPRESENTATIVE AT ONCE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, GRINDING, SANDING, FILLING, FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE THE PARTS FIT TOGETHER PROPERLY.

10. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR PARTIALLY COMPLETED CONSTRUCTION BY CUTTING, PATCHING OR OTHERWISE ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH CONSTRUCTION BY OTHER CONTRACTORS OR BY THE OWNER'S REPRESENTATIVE OWN FORCES EXCEPT WITH WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND SUCH OTHER CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY

WITHHELD.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF DAMAGE TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR FOR PROVIDING COMPLETE REPLACEMENT AS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE.

12. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, AND FURNISHINGS.

13. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, UTILITIES, MECHANICAL/

ELECTRICAL/ PLUMBING COMPONENTS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION

AND RENOVATION, ARCHITECTURAL, MECHANICAL, PLUMBING/ FIRE PROTECTION, OR

ELECTRICAL DRAWINGS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING:

a. WHERE EXISTING WALL MUST BE PATCHED, OR OTHERWISE REFINISHED TO MATCH

EXISTING; PROVIDE NEW FINISHES FOR ENTIRE WALL, OR TO NEAREST WALL BREAK /

CORNER.

b. AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND

WALLS, METAL STUD PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS,

ETC., PARTITIONS AND WALLS SHALL BE SAW CUT WITH SMOOTH AND STRAIGHT EDGES AS

REQUIRED FOR NEW ADJACENT CONSTRUCTION.

14. ALL EQUIPMENT THAT IS TO BE PLACED IN STORAGE OR SALVAGED FOR THE OWNER'S

REPRESENTATIVE SHALL HAVE THE EQUIPMENT NUMBER SHOWN ON THE EQUIPMENT DRAWINGS

NEATLY AND SHALL BE LEGIBLY MARKED ON THE EQUIPMENT WITH PERMANENT BLACK, WIDE TIP

MARKER IN AN OBVIOUS LOCATION. ALL LOOSE EQUIPMENT ACCESSORIES SUCH AS

FASTENERS, FITTINGS, ACCESSORIES, ETC., SHALL BE PLACED IN A CLEAR, HEAVY DUTY PLASTIC

BAG. THE BAG SHALL BE SEALED AND LABELED BY EQUIPMENT NUMBER AND TAPED TO

EQUIPMENT WITH CLEAR, WIDE, HEAVY DUTY TAPE.

15. SAW CUT EXISTING CONCRETE SLAB FOR ALL REQUIRED UTILITY DEMOLITION, MASONRY WALL DEMOLITION, NEW UTILITY INSTALLATION AND NEW CONCRETE BLOCK WALL INSTALLATION, ETC.

ALL CUT CONCRETE SLABS SHALL BE PATCHED AND REPAIRED AS REQUIRED. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING

CONSTRUCTION ELEMENTS AND TRADES AFFECTED.

17. THE CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC., AS REQUIRED TO PERFORM THEIR PORTION OF WORK.

18. AT EXISTING WALLS AND CEILINGS INDICATED TO BE PAINTED (REFER TO ROOM FINISH

SCHEDULE FOR LOCATIONS). THE CONTRACTOR SHALL REMOVE ANY WALL MOUNTED ITEMS

SUCH AS: SIGNS, MARKER BOARDS, TACK BOARDS, TACK STRIPS, SHELVES, PROJECTION

SCREENS, CLOCKS, ESCUTCHEON PLATES, ELECTRICAL COVER PLATES, AND ETC. PRIOR TO

PAINTING. EXISTING EXPOSED PIPING AND CONDUIT TO REMAIN AND SHALL BE PAINTED TO

MATCH ADJACENT WALL OR CEILING. UPON COMPLETION OF FINISH WORK/PAINTING -REINSTALL

ANY REMOVED ITEMS WHICH ARE TO BE PART OF FINISHED WORK. SEE DRAWINGS FOR NEW

WORK.

19. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE MOVED TO AN OFF SITE

LOCATION IN A LEGAL MANNER AND PER THE REQUIRED CONTRACTOR’S CONSTRUCTION AND

DEMOLITION WASTE PLAN.

20. SEE MECHANICAL/ ELECTRICAL/ PLUMBING/ FIRE PROTECTION DRAWINGS FOR NEW UTILITY

RUNS REQUIRING NEW OPENINGS IN WALLS, FLOOR SLABS OR CEILINGS.

21. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION/ NEW

CONSTRUCTION WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS

IN EXISTING WALLS, FLOORS, CEILINGS, AND PARTITIONS.

22. AT NEW OPENINGS AT EXISTING METAL STUD/GYPSUM BOARD PARTITIONS, FRAME IN A HEADER

AS REQUIRED TO SUPPORT FRAMING ABOVE THE OPENING PER THE METAL STUD

MANUFACTURER'S GUIDELINES.

1. CONSTRUCTION SHALL CONFORM TO ALL GOVERNING CODES, LOCAL CODES, ORDINANCES AND

REQUIREMENTS.

2. ALL CONTRACTORS SUBMITTING BID PROPOSALS FOR THIS PROJECT ARE REQUIRED TO VISIT THE SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND FEASIBILITY OF DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS (CONSTRUCTION DRAWINGS AND SPECIFICATIONS). ANY VARIATION IN SITE CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE'S ATTENTION IN WRITING IMMEDIATELY AND (10) BUSINESS DAYS PRIOR TO BID DATE, THE SUBMISSION OF BID PROPOSAL'S SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTOR HAS VISITED THE SITE, VERIFIED ITS CONDITIONS AND IS PREPARED TO PERFORM WORK AS INTENDED IN THESE DOCUMENTS. NO EXTRA PAYMENT'S SHALL BE ALLOWED DUE TO THE CONTRACTORS CLAIMS FOR EXTRA

WORK REQUIRED BY THEIR FAILURE TO VISIT THE SITE.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE BEFORE

CONTINUING WITH THE WORK.

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING

CONSTRUCTION ELEMENTS AND TRADES AFFECTED.

5. THE CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS REQUIRED TO PERFORM THEIR PORTION OF WORK. AT FIRE RATED PARTITIONS, CLOSE OPENINGS / PENETRATIONS / ETC. WITH FIRESTOPPING THAT MATCHES OR EXCEEDS THE PARTITION RATING.

6. ALL ITEMS REQUIRING COLOR SELECTION SHALL BE SELECTED BY THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE DURING THE SUBMITTAL REVIEW FROM MANUFACTURERS' STANDARD OR FULL RANGE (AS

DIRECTED IN SPECIFICATION) OF COLORS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS AS REQUIRED TO PERFORM THE WORK AS CALLED FOR, SHOWN AND REASONABLY IMPLIED IN THE

CONTRACT DOCUMENTS.

8. ASBESTOS CONTAINING MATERIALS SHALL NOT BE USED ON ANY PROJECT.

9. FINISH AND PAINT WALLS BEFORE INSTALLING CASEWORK, EQUIPMENT, FIXTURES, ELEC. PANELS, BOXES, SURFACE CONDUIT, ETC., IF APPLICABLE.

10. CONTRACTOR TO INSTALL WOOD OR METAL BLOCKING FOR ALL CASEWORK, EQUIPMENT, HANDRAILS, BATH

ACCESSORIES, FIXTURES, ETC. AS RECOMMENDED BY MANUFACTURER, IF NOT OTHERWISE SHOWN HEREIN.

11. ALL WOOD BLOCKING LOCATED OUTSIDE THE BUILDING ENVELOPE, IN EXTERIOR WALLS/ROOFS OR IN

CONTACT W/ CONCRETE OR MASONRY, SHALL BE PRESSURE TREATED LUMBER, AND FASTENED WITH SCREWS. ALL TREATED WOOD BLOCKING SHALL HAVE CORROSION RESISTANT STAINLESS STEEL OR

GALVANIZED FASTENERS.

12. IF DISCREPANCIES BETWEEN PLANS OR SPECIFICATIONS OCCUR THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE TREAT ANYTHING MENTIONED IN THE

SPECIFICATIONS BUT NOT SHOWN ON THE DRAWINGS OR SHOWN ON THE DRAWINGS BUT NOT INCLUDED IN THE SPECIFICATIONS AS IF SHOWN OR MENTIONED IN BOTH. IF DISCREPANCIES BETWEEN THE DRAWINGS

AND SPECIFICATIONS, THE SPECIFICATIONS TAKE PRECEDENCE.

13. FOR INSTALLATION OF ALL WORK WHICH IS DEPENDENT ON CONDITION OF SUBSTRATE, CAREFULLY INSPECT AND VERIFY SUITABILITY OF SUBSTRATE FOR INSTALLATION OF WORK. DO NOT INSTALL WORK OVER UNSUITABLE OR UNACCEPTABLE SUBSTRATES. CORRECT UNACCEPTABLE SUBSTRATES BEFORE INSTALLING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL GRINDING, LEVELING, SANDING, PATCHING, ETC. TO CORRECT ALL SURFACES TO PREPARE FOR NEW FINISHES.

14. MOUNTING HEIGHTS OF ELECTRICAL, PLUMBING, MECHANICAL, AND OTHER DEVICES SHALL COMPLY WITH HEIGHTS INDICATED ON DRAWINGS. NOTIFY CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE IF

CONFLICTS ARE ENCOUNTERED.

15. ALL EXPOSED METAL, METAL DECK, STRUCTURAL, BAR JOISTS, CONDUITS, PIPES, ANGLES, BRACKETS, DUCT, ETC. SHALL NOT BE PAINTED UNLESS NOTED OTHERWISE.

16. ALL EXPOSED CONCRETE FLOORS SHALL BE CLEANED AT THE END OF PROJECT AND HAVE A 2ND COAT OF

SEALER APPLIED.

16. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN

TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING

STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT

CONCLUSION OF WORK.

18. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY VENEER OR FACE OF STUD, OR COLUMN

CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUD

UNLESS OTHERWISE NOTED.

19. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE

NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE.

20. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF

IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL

MATCH THE ADJACENT MATERIALS CONSTRUCTION AND FINISH.

21. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL.

22. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF STUD TO FACE OF STUD

OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE.

23. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE

CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION

BEGINS.

24. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER

APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS.

25. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE.

26. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH

SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE

RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS.

27. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO

MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES ARCHITECT'S APPROVAL.

28. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10, AS INDICATED ON LIFE SAFETY DRAWINGS.

29. MASONRY CONTROL JOINTS ARE SHOWN FOR REFERENCE ONLY, LOCATIONS OF CONTROL JOINTS

SHALL BE PER THE NATIONAL BRICK INDUSTRY ASSOCIATION GUIDELINES.

30. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE

OWNER AND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND

PENETRATIONS.

31. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK.

SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

32. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER

TRADES.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

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GENERAL NOTES

G-002

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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GENERAL NEW CONSTRUCTION NOTES:

GENERAL DEMOLITION NOTES:

12" = 1'-0" D1

CANE APRON @ HI-LO WATER FOUNTAIN

0 1" 2" 3"

12"=1'-0"

GRAPHIC SCALE

DEFINITIONS:

REROOFING: THE PROCESS OF RECOVERING OR REPLACING AN EXISTING ROOF COVERING. SEE “ROOF RECOVER” AND “ROOF REPLACEMENT.”

ROOF COVERING: THE COVERING APPLIED TO THE ROOF DECK OR SPACED SUPPORTS FOR WEATHER RESISTANCE, ENERGY PERFORMANCE, FIRE CLASSIFICATION, OR APPEARANCE.

ROOF REPLACEMENT: THE PROCESS OF REMOVING THE EXISTING ROOF COVERING, REPAIRING ANY DAMAGED SUBSTRATE AND INSTALLING A NEW ROOF COVERING.

ROOF RECOVER: THE PROCESS OF INSTALLING AN ADDITIONAL ROOF COVERING OVER A PREPARED EXISTING ROOF COVERING WITHOUT REMOVING THE EXISTING ROOF COVERING.

VEBC 2021

601.2.1 LEVEL 1.

LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE, OR THE REMOVAL WITHOUT REPLACEMENT OF MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES. LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 602.

601.4 ENERGY CONSERVATION.

EXCEPT AS MODIFIED BY THIS SECTION, ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM, OR STRUCTURE SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE VIRGINIA ENERGY CONSERVATION CODE (VECC) OR VIRGINIA RESIDENTIAL CODE (VRC) AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING, BUILDING SYSTEM, OR STRUCTURE TO COMPLY WITH THE VECC OR VRC.

601.4.5 ROOF REPLACEMENT.

ROOF REPLACEMENTS SHALL COMPLY WITH SECTION C402.2.1 AND SECTION C402.1.3, C402.1.4, C402.1.5, OR C407 OF THE VECC WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET. FOR PURPOSES OF THIS SECTION, ROOF AREA SHALL MEAN AN AREA OF THE EXISTING ROOF OF THE SAME BUILDING THAT IS BOUNDED BY EXTERIOR WALLS, DIFFERENT ROOF LEVELS, ROOF EDGES OR PERIMETERS, ROOF DIVIDERS, BUILDING EXPANSION JOINTS, OR PARAPETS.

1. THE ROOF REPLACEMENT EXCEEDS 75 PERCENT OR 30,000 SQUARE FEET (2787.1 M2) OF THE ROOF AREA, WHICHEVER IS LESS. PROJECT = TRUE (100 PERCENT)

2. THE ROOF ASSEMBLY IS PART OF THE BUILDING THERMAL ENVELOPE, AS DEFINED BY THE VECC. PROJECT: TRUE

3. THE ROOF ASSEMBLY CONTAINS INSULATION ENTIRELY ABOVE THE ROOF DECK. PROJECT: TRUE

CODE SUMMARY (CONT):

VECC 2021

C402.1.3 ROOF ASSEMBLY R-VALUE. TABLE C402.1.3: R=30 C.I.

THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATING MATERIAL INSTALLED EITHER BETWEEN THE ROOF FRAMING OR CONTINUOUSLY ON THE ROOF ASSEMBLY SHALL BE AS SPECIFIED IN TABLE C402.1.3, BASED ON CONSTRUCTION MATERIALS USED IN THE ROOF

ASSEMBLY.

C402.1.4 ROOF ASSEMBLY U-FACTOR. TABLE C402.1.4: U=0.032

C402.1.4.1.1. TAPERED, ABOVE-DECK INSULATION BASED ON THICKNESS. WHERE USED AS A COMPONENT OF A ROOF/CEILING ASSEMBLY R-VALUE CALCULATION, THE SLOPED ROOF INSULATION R-VALUE CONTRIBUTION TO THAT CALCULATION SHALL USE THE AVERAGE

THICKNESS IN INCHES (MM) ALONG WITH THE MATERIAL R-VALUE-PER-INCH (PER-MM) SOLELY FOR R-VALUE COMPLIANCE AS PRESCRIBED IN SECTION C402.1.3.

PROJECT: WHERE TAPERED INSULATION IS INDICATED THE PROJECT UTILIZES AN AVERAGE THICKNESS OF 2.5" TO 8" (OR GREATER) = 5.25" AVERAGE THICKNESS =

31.525 (R-VALUE) = 0.031721 (U-VALUE). CALCULATION INCLUDES 1/2" COVER BOARD (R-VALUE=0.55).

C402.2.1 ROOF ASSEMBLY. THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATING MATERIAL INSTALLED EITHER BETWEEN THE ROOF FRAMING OR CONTINUOUSLY ON THE ROOF ASSEMBLY SHALL BE AS SPECIFIED IN TABLE C402.1.3, BASE ON THE CONSTRUCTION

MATERIALS USED IN THE ROOF ASSEMBLY.

C402.2.1.1 TAPERED, ABOVE-DECK INSULATION BASED ON THICKNESS. WHERE USED AS A COMPONENT OF A ROOF/CEILING ASSEMBLY R-VALUE CALCULATION, THE SLOPED ROOF INSULATION R-VALUE CONTRIBUTION TO THAT CALCULATION SHALL USE THE AVERAGE THICKNESS IN INCHES (MM) ALONG WITH THE MATERIAL R-VALUE-PER-INCH (PER-MM) SOLELY FOR R-VALUE COMPLIANCE AS PRESCRIBED IN SECTION C402.1.3.

PROJECT: WHERE TAPERED INSULATION IS INDICATED THE PROJECT UTILIZES AN AVERAGE THICKNESS OF 2.5" TO 8" (OR GREATER) = 5.25" AVERAGE THICKNESS =

31.525 (R-VALUE) = 0.031721 (U-VALUE). CALCULATION INCLUDES 1/2" COVER BOARD (R-VALUE=0.55).

C402.2.1.2 MINIMUM THICKNESS, LOWEST POINT.

THE MINIMUM THICKNESS OF ABOVE-DECK ROOF INSULATION AT ITS LOWEST POINT, GUTTER EDGE, ROOF DRAIN OR SCUPPER, SHALL BE NOT LESS THAN 1 INCH (25 MM). PROJECT: MINIMUM GUTTER EDGE = 1"

VEBC 2021

SECTION 602

ALTERATION—LEVEL 1

602.1 SCOPE.

LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 601.2.1 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.

602.3.2.1 REROOFING.

MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL COMPLY WITH CHAPTER 15 OF THE VCC, EXCEPT AS MODIFIED BY SECTION 302.1 AND THIS SECTION.

EXCEPTIONS:

-ROOF REPLACEMENT OR ROOF RECOVER OF EXISTING LOW-SLOPE ROOF COVERINGS SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE REQUIREMENT OF ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) IN SECTION 1507 OF THE VCC

FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE.

-RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL NOT BE REQUIRED TO MEET THE REQUIREMENT OF SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS IN SECTION 1502 OF THE VCC FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE. FOR THE PURPOSES OF THIS EXCEPTION, EXISTING SECONDARY DRAINAGE OR SCUPPER SYSTEMS REQUIRED IN ACCORDANCE WITH THE VCC SHALL NOT BE REMOVED UNLESS THEY ARE REPLACED BY SECONDARY DRAINS OR SCUPPERS DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION

1502 OF THE VCC.

-WHERE THE EXISTING ROOF ASSEMBLY INCLUDES AN ICE BARRIER MEMBRANE THAT IS ADHERED TO THE ROOF DECK, THE EXISTING ICE BARRIER MEMBRANE SHALL BE PERMITTED TO REMAIN IN PLACE AND COVERED WITH AN ADDITIONAL LAYER OF ICE BARRIER MEMBRANE IN

ACCORDANCE WITH SECTION 1507 OF THE VCC.

602.3.2.1.1 ROOF RECOVER PERMITTED.

THE INSTALLATION OF A NEW ROOF COVERING OVER AN EXISTING ROOF COVERING SHALL BE PERMITTED WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR:

WHERE THE NEW ROOF COVERING IS INSTALLED IN ACCORDANCE WITH THE ROOF COVERING MANUFACTURER’S APPROVED INSTRUCTIONS. PROJECT: EXISTING CONDITION PREVIOUSLY HAS A ROOF RECOVER INSTALLED.

602.3.2.1.2 ROOF RECOVER NOT PERMITTED.

A ROOF RECOVER SHALL NOT BE PERMITTED WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR:

WHERE THE EXISTING ROOF OR ROOF COVERING IS WATER SOAKED OR HAS DETERIORATED TO THE POINT THAT THE EXISTING ROOF OR ROOF COVERING IS NOT ADEQUATE AS A BASE FOR ADDITIONAL ROOFING.

WHERE THE EXISTING ROOF HAS TWO OR MORE APPLICATIONS OF ANY TYPE OF ROOF COVERING. PROJECT: NO ROOF RECOVERING TO OCCUR.

602.3.2.1.3 REINSTALLATION OF MATERIALS.

EXISTING VENT FLASHING, METAL EDGINGS, DRAIN OUTLETS, COLLARS, AND METAL COUNTER-FLASHINGS SHALL NOT BE REINSTALLED WHERE RUSTED, DAMAGED, OR DETERIORATED. AGGREGATE SURFACING MATERIALS SHALL NOT BE REINSTALLED. METAL FLASHING TO WHICH

BITUMINOUS MATERIALS ARE TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION.

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ROOF REPLACEMENT CODE SUMMARY:

Lic. No. 013830

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06/18/2026 Lic. No. 0401013830

APPLICABLE CODES AND STANDARDS

• VIRGINIA CONSTRUCTION CODE (VCC) (2021)

• VIRGINIA STATEWIDE FIRE PREVENTION CODE (2021)

• VIRGINIA EXISTING BUILDING CODE (2021)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019)

• NFPA 70, NATIONAL ELECTRIC CODE (2020)

• NFPA 72, NATIONAL FIE ALARM AND SIGNALING CODE (2019)

• NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION

OPERATIONS

SUMMARY OF FIRE PROTECTION FEATURES

PROJECT INCLUDES THE FOLLOWING FIRE PROTECTION FEATURES:

• AUTOMATIC FIRE SPRINKLER SYSTEMS

• FIRE ALARM SYSTEMS

• FIRE-RESISTANCE RATED CONSTRUCTION

• EMERGENCY LIGHTING AND EXIT SIGNS

• PORTABLE FIRE EXTINGUISHERS

TYPE OF CONSTRUCTION

THE BUILDING IS TYPE II-B CONSTRUCTION IN ACCORDANCE WITH CHAPTER 6 OF THE

VCC. TYPE II CONSTRUCTION HAS NON-COMBUSTIBLE, NON-RATED BUILDING

ELEMENTS AS LISTED IN TABLE 601 OF THE VCC.

BUILDING AREA: TYPE II-B (NON-COMBUSTIBLE, NON-RATED)

FIRE-RESISTANCE RATED BUILDING COMPONENTS

VCC CHAPTER 6

COMPONENT REQUIRED PROVIDED

PRIMARY STRUCTURAL FRAME 0-HOURS 0-HOURS

EXTERIOR BEARING WALLS 0-HOURS 0-HOURS

INTERIOR BEARING WALLS 0-HOURS 0-HOURS

EXTERIOR NONBEARING WALLS AND PARTITIONS 0-HOURS (NOTE 1)

INTERIOR NONBEARING WALLS AND PARTITIONS 0-HOURS (NOTE 2)

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0-HOURS 0-HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0-HOURS 0-HOURS

NOTE 1: SEE "BUILDING SEPARATION AND EXPOSURE PROTECTION" SECTION

NOTE 2: SEE "REQUIRED INTERIOR SEPARATION" SECTION

HEIGHT LIMITATIONS

THE SCOPE OF WORK FOR THIS PROJECT WILL NOT ALTER THE HEIGHT OF THE BUILDING. AFTER THE PROJECT THE BUILDING WILL REMAIN BELOW THE ALLOWABLE HEIGHT LIMITS FOR TYPE II-B

CONSTRUCTION OF A GROUP B OCCUPANCY.

BUILDING SEPARATION AND EXPOSURE PROTECTION

THE LOCATION OF THE EXISTING BUILDING IS NOT BEING ALTERED. THEREFORE, EVALUATION OF THE EXISTING BUILDING SEPARATION AND EXPOSURE PROTECTION IS NOT INCLUDED INDER THIS PROJECT

SCOPE OF WORK.

REQUIRED INTERIOR SEPARATIONS

VCC 509, NFPA 70 (NEC), BUILDING STANDARDS

COMPONENT REQUIRED RATING PROVIDED RATING

ELECTRICAL ROOM (EQUIP >112 1/2 KVA) 1-HOUR 1-HOUR

ELECTRICAL ROOM (EQUIP <112 1/2 KVA) SMOKE PARTITION (NR) SMOKE PARTITION (NR)

CORRIDORS 0-HOUR NOT RATED

NR= NON RATED

CLASSIFICATION OF OCCUPANCY

FACILITY IS CLASSIFIED AS A GROUP B OCCUPANCY AND INCLUDES ACCESSORY ASSEMBLY AND

STORAGE OCCUPANCIES.

AREA LIMITATIONS

TOTAL PROJECT AREA IS APPROXIMATELY 19,080 SQ.FT.

THE SCOPE OF WORK FOR THIS PROJECT WILL NOT ALTER THE AREA OF THE BUILDING. AFTER THE PROJECT THE BUILDING WILL REMAIN BELOW THE AREA LIMITS FOR TYPE II-B CONSTRUCTION OF A

GROUP B OCCUPANCY.

VERTICAL OPENINGS

THE SCOPE OF WORK OF THIS PROJECT WILL NOT ADD ANY ADDITIONAL VERTICAL OPENINGS TO THE

BUILDING.

APPROVED EQUIVALENCIES

NOT APPLICABLE - NO EQUIVALENCIES HAVE BEEN REQUESTED FOR THIS PROJECT.

INCIDENTAL USE AREAS

VCC 509

THERE ARE NO INCIDENTAL USE SPACES WITHIN THE PROJECT AREA REQUIRING SPECIAL PROTECTION UNDER VCC 509. REFER TO "REQUIRED INTERIOR SEPARATIONS" FOR PARTITION REQUIREMENTS.

MEANS OF EGRESS ILLUMINATION

VCC CHAPTER 10

MEANS OF EGRESS ILLUMINATION IS REQUIRED. AUTOMATIC DIMMERS NOT PERMITTED.

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

EMERGENCY LIGHTING

VCC CHAPTER 10

EMERGENCY LIGHTING IS REQUIRED. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

MEANS OF EGRESS MARKING

VCC CHAPTER 10

ILLUMINATED EXIT SIGNAGE IS REQUIRED AT EXITS AND DIRECTIONAL EXIT SIGNAGE REQUIRED ALONG

THE PATH OF EGRESS TRAVEL. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

FIRE DEPARTMENT VEHICLE ACCESS

EXISTING FIRE DEPARTMENT VEHICLE ACCESS FOR THE BUILDING IS EXISTING TO REMAIN AND NOT

EVALUATED UNDER THIS PROJECT SCOPE WORK.

AN AUTOMATIC FIRE SUPPRESSION SYSTEM IS PROVIDED IN THE BUILDING.

AUTOMATIC FIRE SUPPRESSION SYSTEMS

PORTABLE FIRE EXTINGUISHERS

VCC 906

PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED TO BE PROVIDED AND INSTALLED IN ACCORDANCE

WITH VCC 906.1 EXCEPTION 1.

A FIRE DETECTION AND ALARM SYSTEM IS REQUIRED TO BE PROVIDED IN THE BUILDING. A NEW FIRE DETECTION AND ALARM SYSTEM SHALL BE INSTALLED ON THE FIRST FLOOR ONLY DURING THIS SCOPE OF WORK. THE FIRE ALARM SYSTEM SHALL BE CAPABLE OF EXTENDING TO THE SECOND FLOOR DURING

FUTURE RENOVATION.

FIRE DETECTION AND ALARM SYSTEM

FIRE HYDRANTS AND FIRE SUPPRESSION SYSTEMS ARE SUPPLIED BY THE EXISTING MUNICIPAL

UNDERGROUND WATER DISTRIBUTION SYSTEM.

WATER SUPPLY

FIRE HYDRANTS

EXISTING FIRE HYDRANTS SERVING THE BUILDING ARE TO REMAIN AND NOT EVALUATED UNDER THIS

PROJECT SCOPE OF WORK.

INTERIOR FINISH REQUIREMENTS

VCC CHAPTER 8 TABLE 803.13

INTERIOR FINISH SHALL COMPLY WITH FOLLOWING:

COMPONENT INTERIOR FINISH FLOOR FINISH

EXITS A OR B I OR II

EXIT ACCESS CORRIDORS A, B OR C I OR II

OTHER SPACES A, B, OR C NOT APPLICABLE

FOR INTERIOR FINISH:

CLASSIFICATION FLAME SPREAD INDEX SMOKE DEVELOPMENT INDEX

CLASS A 0 - 25 0 - 450

CLASS B 26 - 75 0 - 450

CLASS C 76 - 200 0 - 450

FOR FLOOR FINISH:

CLASSIFICATION CRITICAL RADIANT FLUX

CLASS I >0.45 W/SQ.CM

CLASS II 0.22 - 0.45 W/SQ.CM

VCC CHAPTER 10 TABLE 1004.5

USE OCCUPANT LOAD FACTOR (OLF)

ASSEMBLY (LESS CONCENTRATED) 15 SQ.FT PER PERSON (NET)

BUSINESS (LESS CONCENTRATED) 150 SQ.FT PER PERSON (GROSS)

STORAGE (GENERAL) 500 SQ.FT PER PERSON (GROSS)

OCCUPANT LOAD

NUMBER OF EXITS

VCC CHAPTER 10 TABLE 1006.3.3

MINIMUM NUMBER OF EXITS ARE REQUIRED FOR EACH STORY AS FOLLOWS:

• FOR AN OCCUPANT LOAD OF LESS THAN 500 PERSONS - NOT LESS THAN 2 EXITS

STORY OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED

PROJECT AREA LESS THAN 500 2 3

REQUIRED SEPARATION OF EXITS

VCC CHAPTER 10 SECTION 1007.1.1 EXCEPTION 2

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY

COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY ARE

REQUIRED TO BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-FOURTH OF THE LENGTH

OF

THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED

IN A STRAIGHT LINE BETWEEN THEM.

EXIT CAPACITY AND EXIT WIDTH

VCC CHAPTER 10

COMPONENT EGRESS CAPACITY FACTOR

STAIRWAYS 0.2 INCHES PER PERSON

LEVEL COMPONENTS AND RAMPS 0.15 INCHES PER PERSON

REQUIRED EXIT WIDTH FOR THE MEANS OF EGRESS:

• MINIMUM CLEAR WIDTH OF DOORS IS 32 INCHES

• MINIMUM WIDTH OF STAIRS IS 44 INCHES

• MINIMUM WIDTH CORRIDORS IS 44 INCHES

EGRESS ARRANGEMENT

VCC CHAPTER 10 TABLE 1017.2, TABLE 1006.2.1 AND SECTION 1020.5 EXCEPTION 2

USE TRAVEL DISTANCE COMMON PATH DEAD END CORRIDOR

ASSEMBLY (<50 PERSONS) 250 FT (MAX) 75 FT (MAX) 20 FT (MAX)

BUSINESS 300 FT (MAX) 100 FT (MAX) 50 FT (MAX)

STORAGE 400 FT (MAX) 100 FT (MAX) 50 FT (MAX)

PLUMBING FIXTURE COUNT

WATER CLOSETS:

1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50

243 OCCUPANTS / 2 = 122 MEN & 122 WOMEN

MEN; 4 REQUIRED, 8 UNISEX RESTROOMS PROVIDED

WOMEN; 4 REQUIRED; 8 UNISEX RESTROOMS PROVIDED

LAVATORIES:

1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80

MEN; 3 REQUIRED; 8 UNISEX RESTROOMS PROVIDED

WOMEN; 3 REQUIRED; 8 UNISEX RESTROOMS PROVIDED

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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CODE SUMMARY

LS001

E. GASCHO

J. ZIMMERMAN

K. BARKER

06/17/2026

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OCCUPANT LOAD - FIRST FLOOR

ROOM NO. ROOM NAME SPACE USE & LF

AREA

(APPROX.)

OCCUPANCY

LOAD FACTOR

OCCUPANT

LOAD

115 STORAGE ACCESSORY STORAGE/MECH ROOMS 103 SF 300 1

151 STORAGE ACCESSORY STORAGE/MECH ROOMS 76 SF 300 1

154 JANITOR ACCESSORY STORAGE/MECH ROOMS 51 SF 300 1

160 SPRINKLER ACCESSORY STORAGE/MECH ROOMS 48 SF 300 1

162 STORAGE ACCESSORY STORAGE/MECH ROOMS 57 SF 300 1

163 STORAGE ACCESSORY STORAGE/MECH ROOMS 62 SF 300 1

164 COMM/DATA /ELEC ACCESSORY STORAGE/MECH ROOMS 113 SF 300 1

165 STORAGE ACCESSORY STORAGE/MECH ROOMS 137 SF 300 1

171 ELEC ACCESSORY STORAGE/MECH ROOMS 264 SF 300 1

172 ELEC ACCESSORY STORAGE/MECH ROOMS 99 SF 300 1

174 STORAGE ACCESSORY STORAGE/MECH ROOMS 53 SF 300 1

177 STORAGE ACCESSORY STORAGE/MECH ROOMS 55 SF 300 1

104 VICTIM WITNESS CONFERENCE ASSEMBLY (LESS CONCENTRATED) 293 SF 15 20

108 CONFERENCE ASSEMBLY (LESS CONCENTRATED) 137 SF 15 10

129 CONFERENCE ASSEMBLY (LESS CONCENTRATED) 190 SF 15 13

139 CONFERENCE ASSEMBLY (LESS CONCENTRATED) 157 SF 15 11

144 BREAK ROOM ASSEMBLY (LESS CONCENTRATED) 401 SF 15 27

148 BREAK ASSEMBLY (LESS CONCENTRATED) 198 SF 15 14

150 CONFERENCE ASSEMBLY (LESS CONCENTRATED) 397 SF 15 27

101 VESTIBULE BUSINESS 197 SF 150 2

102 LOBBY BUSINESS 368 SF 150 3

105 COPY AREA BUSINESS 243 SF 150 2

109 VICTIM WITNESS DIRECTOR BUSINESS 137 SF 150 1

112 CORRIDOR BUSINESS 274 SF 150 2

113 VICTIM WITNESS SUITE BUSINESS 408 SF 150 3

114 INVESTIGATOR SUITE BUSINESS 387 SF 150 3

116 CHIEF INVESTIGATOR BUSINESS 143 SF 150 1

117 ASSISTANT CW ATTORNEY BUSINESS 131 SF 150 1

118 ASSISTANT CW ATTORNEY BUSINESS 131 SF 150 1

119 ASSISTANT CW ATTORNEY BUSINESS 131 SF 150 1

120 ASSISTANT CW ATTORNEY BUSINESS 131 SF 150 1

121 ASSISTANT CW ATTORNEY BUSINESS 131 SF 150 1

122 DEPUTY CA BUSINESS 158 SF 150 2

123 DEPUTY CA BUSINESS 158 SF 150 2

124 DEPUTY CA BUSINESS 158 SF 150 2

125 CHIEF DEPUTY CA BUSINESS 157 SF 150 2

128 STAFF ENTRY BUSINESS 78 SF 150 1

130 HEAD CW ATTORNEY OFFICE BUSINESS 266 SF 150 2

131 CHIEF ADMIN MANAGER BUSINESS 133 SF 150 1

132 SUPERVISOR BUSINESS 110 SF 150 1

133 ASSISTANT CW ATTORNY BUSINESS 133 SF 150 1

134 ASSISTANT CW ATTORNEY BUSINESS 133 SF 150 1

135 ASISSTANT CW ATTORNEY BUSINESS 133 SF 150 1

136 COMMONWEALTH ATTORNEY OPEN OFFICE BUSINESS 1820 SF 150 13

137 ASSISTANT CW ATTORNEY BUSINESS 137 SF 150 1

138 CEASE FIRE CA BUSINESS 137 SF 150 1

140 ASSISTANT CW ATTORNEY BUSINESS 144 SF 150 1

141 ASSISTANT CW ATTORNEY BUSINESS 142 SF 150 1

142 ASSITANT CW ATTORNEY BUSINESS 142 SF 150 1

143 CORRIDOR BUSINESS 643 SF 150 5

145 COPY BUSINESS 118 SF 150 1

146 ASSISTANT CW ATTORNEY BUSINESS 158 SF 150 2

147 CORRIDOR BUSINESS 405 SF 150 3

155 CHIEF ANIMAL CONTROL OFFICER BUSINESS 109 SF 150 1

156 SARGEANT BUSINESS 109 SF 150 1

157 SARGEANT BUSINESS 109 SF 150 1

158 HEAD POLICE OFFICER - TRAINING COORD. BUSINESS 108 SF 150 1

159 POLICE DEPT. OPEN OFFICE BUSINESS 1688 SF 150 12

168 CORRIDOR BUSINESS 482 SF 150 4

170 POLICE WELLNESS BUSINESS 1559 SF 150 11

175 CORRIDOR BUSINESS 578 SF 150 4

176 MOTHERS ROOM BUSINESS 76 SF 150 1

166 WOMENS SHOWER LOCKER ROOMS (PER AREA) 137 SF 50 3

167 MENS SHOWER LOCKER ROOMS (PER AREA) 140 SF 50 3

44 SHAFT NO OCCUPANT LOAD 16 SF 0

103 CLOSET NO OCCUPANT LOAD 9 SF 0

106 STAIR 1 NO OCCUPANT LOAD 143 SF 0

107 STOR NO OCCUPANT LOAD 22 SF 0

110 TLT NO OCCUPANT LOAD 64 SF 0

111 ADA TLT NO OCCUPANT LOAD 73 SF 0

126 ADA TLT NO OCCUPANT LOAD 73 SF 0

127 TLT NO OCCUPANT LOAD 70 SF 0

149 STORAGE NO OCCUPANT LOAD 26 SF 0

152 ADA TLT NO OCCUPANT LOAD 57 SF 0

153 TLT NO OCCUPANT LOAD 46 SF 0

161 ELEV NO OCCUPANT LOAD 51 SF 0

169 ADA TLT NO OCCUPANT LOAD 56 SF 0

173 STAIR 3 NO OCCUPANT LOAD 242 SF 0

178 STAIR 2 NO OCCUPANT LOAD 50 SF 0

TOTAL 243

Lic. No. 013830

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SARGEANT

SARGEANT

HEAD POLICE

OFFICER - TRAINING

COORD.

VESTIBULE

LOBBY

VICTIM WITNESS

CONFERENCE

STAIR 1

STOR

CONFERENCE

VICTIM WITNESS

DIRECTOR

TLT

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

DEPUTY CA

DEPUTY CA

DEPUTY CA

CHIEF DEPUTY CA

ADA TLT

TLT

STAFF

ENTRY

CONFERENCE

HEAD CW ATTORNEY

OFFICE

130 131

CHIEF

ADMIN

MANAGER

ASISSTANT CW

ATTORNEY

SUPERVISOR

ASSISTANT CW

ATTORNY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

CEASE FIRE CA

STORAGE

CHIEF

INVESTIGATOR

INVESTIGATOR

SUITE

CORRIDOR

CONFERENCE

BREAK ROOM

ASSITANT CW

ATTORNEY

POLICE

WELLNESS

ELEC

ELEC

STORAGE

STAIR 3

173 167

MENS

SHOWER

WOMENS

SHOWER

CORRIDOR

STORAGE

COMM/DATA

/ELEC

STORAGE

STORAGE

ELEV

CHIEF ANIMAL

CONTROL OFFICER

JANITOR

TLT

ADA TLT

STORAGE

POLICE DEPT. OPEN

OFFICE

BREAK

SPRINKLER

VICTIM WITNESS

SUITE

COMMONWEALTH

ATTORNEY OPEN

OFFICE

ADA TLT

CLOSET

CL

EX173

CONFERENCE

ASSISTANT

CW

ATTORNEY

COPY

STORAGE

CORRIDOR

CORRIDOR

136'

TD-3

170B

COPY

AREA

MOTHERS

ROOM 177

STORAGE

ADA TLT

CORRIDOR

80'

TD-1

148'

TD-2

SHAFT

106B

1-HOUR EXIT ENCLOSURE

• 60-MIN RATED OPENING PROTECTIVES

(DOORS AND WINDOWS)

• DOORS REQUIRED TO BE SELF-CLOSING

AND POSITIVE LATCHING

• 1-HOUR RATED FIRESTOPPING FOR

PENETRATIONS PER UL LISTED METHOD

1-HOUR FIRE BARRIER

• 45-MIN RATED OPENING PROTECTIVES

(DOORS AND WINDOWS)

• DOORS REQUIRED TO BE SELF-CLOSING

AND POSITIVE LATCHING

• FIRE AND SMOKE DAMPERS REQUIRED FOR

DUCTED SYSTEMS

• 1-HOUR RATED FIRESTOPPING FOR

PENETRATIONS PER UL LISTED METHOD

XXX EXIT IDENTIFIER

TRAVEL DISTANCE (TD)

COMMON PATH OF TRAVEL (CPT)

DEAD END (DE) CORRIDOR

SMOKE PARTITION

• DOORS TO RESIST THE PASSAGE OF

SMOKE; SMOKE SEALS NOT REQUIRED

• DOORS REQUIRED TO BE SELF-CLOSING

AND POSITIVE LATCHING

• SMOKE DAMPERS REQUIRED FOR AIR

TRANSFER OPENINGS

EXIT

IDENTIFIER

DOOR

CLEAR WIDTH

(IN)

DOOR CAPACITY

FACTOR

(IN/PERSON)

DOOR

CAPACITY

(PERSONS)

STAIR

WIDTH

(IN)

STAIR

CAP.FACTOR

(IN/PERSON)

STAIR

CAPACITY

(PERSONS)

LIMITING

CAPACITY

(PERSONS)

ACTUAL

USE

(PERSONS)

EXIT SUMMARY - FIRST FLOOR

106B

TOTAL

226 N/A N/A 226N/A0.15

453 N/A N/A 453N/A0.1568

226 N/A N/A 226N/A0.1534

170B

EX173

373 N/A N/A 373N/A0.15

453 N/A N/A 453N/A0.1568

226 N/A N/A 226N/A0.1534

175 226 N/A N/A 226N/A0.1534 46

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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LIFE SAFETY PLAN

LS101

E. GASCHO

J. ZIMMERMAN

K. BARKER

06/17/2026

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1/8" = 1'-0" B1

OVERALL LIFE SAFETY PLAN

LEGEND:SHEET KEYNOTES:

PLAN NORTH

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

SCHEDULES:

EGRESS ARRANGEMENT - FIRST FLOOR

MARK LENGTH FROM ROOM TO ROOM

TD-1 80' STORAGE 177 POLICE WELLNESS 170

TD-2 148' BREAK ROOM 144 STAIR 1 106

TD-3 136' CONFERENCE 150 CORRIDOR 175

/1

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A

M E

N D

M E

N T

Lic. No. 013830

JASON A. MILLER

L

O C

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NI

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VF

OHTAE

W

N O M

M

A

A HCRDE

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8:53:32

AM

06/18/2026

E E

E

E

E

E

EE

E

E E E

E

EE

E

LIGHT

WELLCHIMNEY

FLUE

UNIT #21

UNIT #22

UNIT #23

UNIT #27

UNIT #26

UNIT #25

(E)EF

(E)EF

(E)RD

(E)RD (E)RD (E)RD

(E)RD

(E)S/CH

(E)S

(E)S

(E)RD

(E)RD

(E)S/CH

SIM.

TYP. AT CAPPED CURBS

(E)VTR

E

(E)S/CH

HIGH

1,2

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4454 IDEA CENTER BOULEVARD

DAYTON, OH 45430-1500

937.461.5660

1 2 3 4 5 6 7

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CE

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SHEET NAME:

PROJECT NO:

DATE ISSUED:

NU

MB

ER

AT

ES

CR

IP

TI

ON

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

HNA

HNA

WSP

10015069.02 07/08/2026

GO

DW

IN

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IRG

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DIN

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HUGH N. ADCOCK, JR.

Lic. No. 015231

07/08/2026

ROOF PLAN -

HAZMAT REMOVAL

H-103

SCALE: 1/8" = 1'-0"

ROOF PLAN - HAZMAT REMOVAL

SHEET KEYNOTESGENERAL SHEET NOTES

1. SEE H-001 FOR HAZARDOUS MATERIAL GENERAL NOTES.

2. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER

TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND

ELECTRICAL DEMOLITION DRAWINGS.

3. SEE ARCHITECTURAL DRAWINGS FOR LEGEND AND ABBREVIATIONS.

(H-001 - H-103) (H-103)XX

1. REMOVE EXTERIOR LIGHT WELL ACM WINDOW GLAZING COMPOUND ON THE

ROOF.

2. REMOVE ACM BLACK SEALANT AND SILVER PAINT ON BASE FLASHING ON THE

ROOF.

3. REMOVE ACM PARAPET FLASHING FROM ROOF PARAPET WALLS.

A6 H-103

PHOTOGRAPH LOCATION

KEY TO SYMBOLS (H-001 - H-103)

X

XXX

A5 H-103

H-103SCALE:

REFERENCE PHOTO - NOTE 1A5 NO SCALE H-103SCALE:

REFERENCE PHOTO - NOTE 2A6 NO SCALE

ACM PARAPET WALL

FLASHING BEHIND

SINGLE PLY ROOFING

REFERENCE PHOTOGRAPH NOTES

1. PARAPET WALL FLASHING FOUND BEHIND SINGLE PLY ROOFING. THE

PARAPET WALL FLASHING AND SILVER COATING APPLIED TO THE FLASHING IS

ACM.

2. VIEW OF BUILT-UP ROOFING FOUND BENEATH THE SINGLE PLY ROOFING

SYSTEM.

(H-103)

BUILDING SECTION

DETAIL/ENLARGED PLAN

EXTERIOR ELEVATIONS

DRAWING TITLE

P

G Q

R

S

H

I

J

A

B

C

SYMBOLS

T

U

V

W

K

L

M

N

O

D

E

F

DRAWING SYMBOLS

REFERENCE SYMBOLSABBREVIATIONS MATERIAL SYMBOLS

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBER

END OF SECTION

DRAWING SHEET NUMBER

DRAWING REFERENCE NUMBER

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBER

SCALE OF DRAWING

DRAWING TITLE

DRAWING REFERENCE NUMBER

EH ELECTRIC HEATER

UNLESS NOTED OTHERWISEUNO

OPP OPPOSITE

PLATE

PLASTER

PRE-ENGINEERED METAL BUILDING

GAUGE

GROUND

GALVANIZED

G

GA

GALV

PL

PLAS

PEMB

QUARRY TILE

PAINT

PARTITION

POLYVINYL CHLORIDE

PORCELAIN

RISERS

RUBBER

RECESSED

REFERENCE

ROOF DRAIN

RADIUS

RESILIENT BASE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

REFLECTED CEILING PLAN

SOUTH

SCHEDULE

REQUIRED

ROOM

RESILIENT

RESISTANT

ROUGH OPENING

RETAINING

SQUARE

STEEL

STANDARD

STAINLESS STEEL

STUCCO

SHEET

SIMILAR

SECTION

SEALANT

SPECIFICATION

SOLID CORE WOOD

REINFORCED

GLASS

GALVANIZED IRON

GENERAL

GYPSUM

GROUT

GYPSUM BOARD

GYPSUM PLASTER

GLAZED TILE

GLASS BLOCK

GROUND FAULT CIRCUIT INTERRUPT

HEAD

HOLLOW METAL

HARDWARE

HARDWOOD

HOLLOW CORE

GI

GL

GFCI

GEN

GT

GT

GYP BD

GYP PLAS

GYP

GL BLK

HD

HC

HM

HDW

HDWD

HEIGHT

HORIZONTAL

INCH

INSULATION

INSIDE DIAMETER

INVERT

JANITOR

JOINT

JUNCTION BOX

INTERIOR

HT

HORIZ

IN

ID

INSUL

INV

JT

JAN

J-BOX

INT

HANDRAILHNDRL

SQ

SST

STL

STD

STUC

R

SCW

SHT

SIM

SECT

SPEC

SLNT

S

SCHED

REQD

RES

RET

RESIL

RO

RM

RD

REF

REC

REINF

RBR

PSI

QT

R

PT

PVC

PTN

PSF

PORC

RB

RCP

PLYWD

GENERAL CONTRACTOR

PLYWOOD

GC

AND

AT

ANGLE

AFF

ADJ

ACT

ACPL

ACOUS

BOARD

ALT

AHR

BD

ATTEN

BLDG

ALUM

APPROX

AFG

BEAM

BRICK

BRG

BOT

BM

BRK

CAB

CB

CEM

BSMT

CG

CJ

CM

CLG

CER

CO

CMU

CONC

COL

CONSTR

CEM PLAS

BLK BLOCK

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CLEAN OUT

CONSTRUCTION

ATTENUATION

CEMENT PLASTER

CERAMIC

CEILING

CERAMIC MOSAIC

CORNER GUARD

CONTROL JOINT

CEMENT

CATCH BASIN

CABINET

BEARING

BOTTOM

BASEMENT

BUILDING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ANCHOR

ALUMINUM

ALTERNATE

APPROXIMATELY

ACOUSTICAL CEILING TILE

ACOUSTICAL

ACOUSTICAL PLASTER

ADJUSTABLE

CHANNEL

DIAMETER

CENTER LINE

TREADS

TOP AND BOTTOM

TONGUE AND GROOVE

SUSPENDED

SHEET VINYL

TOP OF CONCRETE

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

THROUGH

TYPICAL

TERRAZZO

TELEPHONE

VINYL WALL COVERING

VITRIFIED CLAY PIPE

VERTICAL

URINAL

WOOD PANELING

WEST

WOOD

WITH

WIDE FLANGE

WATER CLOSET

VINYL COMPOSITION TILE

T

KITCHEN

KICKPLATE

LAMINATE

LOUVER

LIGHT WEIGHT

LINOLEUM

LAVATORY

KPL

KIT

LAM

LT WT

LVR

LINO

LAV

MECHANICAL

MAN HOLE

MOISTURE GYPSUM BOARD

MACHINE

MAXIMUM

METAL

MULLION

MOISTURE RESISTANT

MINIMUM

MASONRY OPENING

NORTH

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

MECH

MGYP BD

MH

MAX

MACH

MTL

MULL

MR

MO

MIN

N

NIC

NOM

NTS

WDP

WC

WF

WD

W/

W

VWC

VCP

VCT

VERT

UR

TOC

TOS

TOM

TYP

THRU

TOW

TEL

TER

T & G

T & B

SUSP

SV

WATERPROOF

WELDED WIRE FABRIC

OVERHEAD DOOR

OPENING

OPERABLE PARTITION

OVERHANG

OUTSIDE DIAMETEROD

OH

OHD

OP

OPNG

WP

WWF

WR

ON CENTER

WATER-RESISTANT

OC

DETAIL

CPT

CT

CR

DET

DIM

DIA

DBL

DIAG

DOOR

DOWN

EACH

EAST

DR

DS

DN

E

EA

DWG

DISP

EQUALEQ

EPT

EL

EXP

EXP

EW

EWC

ENAM

EXIST

EQUIP

ELEC

FINISH

FLOOR

FD

FLR

FIN

FH

FEC

FDTN

EXT

EJ

FLUOR FLUORESCENT

FLOOR DRAIN

FOUNDATION

FLAT HEAD

EXPOSED STRUCTURE

EXPANSION

EXTERIOR

ENAMEL

ELECTRIC WATER COOLER

EPOXY PAINT

EQUIPMENT

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

ELECTRICAL

DOWNSPOUT

DRAWING

DIAGONAL

DIAMETER

DISPENSER

DIMENSION

CARPET

CERAMIC TILE

COLD ROLLED

DOUBLE

FIRE EXTINGUISHER CABINET

CONT CONTINUOUS

STRUCT STRUCTURAL

ACOUSTICAL PANELACP

ACCENT PAINTAPT

BOTTOM OF DECKBOD

GLAZED BLOCKG BLK

MIRR MIRROR

MB MARKER BOARD

PTD PAPER TOWEL DISPENSER

SC SEALED CONCRETE

TB TACK BOARD

TS TACK STRIP

TOILET TISSUE DIPENSERTTD

EIFS EXTERIOR INSULATION FINISH SYSTEM

WALL SECTION

END OF SECTION

DRAWING SHEET NUMBER

DRAWING REFERENCE NUMBER

INTERIOR ELEVATIONS

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBER

CTW CERAMIC TILE WAINSCOT

PRECAST CONCRETEPC

VINYL ENHANCED TILEVET

MANUFACTURERMFR

F Cont'd.

FIELD VERIFYFV

FOOTFT

FTG FOOTING

GROUT SOLIDGS

MB/MR MARKER BOARD/MAP RAIL

ELEV ELEVATION

TO FINISHED FACETFF

EDGE GUARDEG

BOTTOM OF METAL DECKBMD

GYPSUM BOARDGB

MOISTURE GYPSUM BOARDMGB

STAIR RUBBER BASESRB

SPECIALTY KITCHEN FLOORINGSKF

VENTED WALL BASEVWB

FRAME

FOOD SERVICE EQUIPMENT PROVIDER

FR

FSEP

F.PRG FIREPROOFING

STANDING SEAM METAL ROOFSSMR

A1

A1

FIRE RETARDANT TREATEDFRT

ACOUSTICAL PANELAP

CTB CERAMIC TILE BASE

GYPSUM WALL BOARDGWB

A-411

A-301

A1

A-311

A1

A-401

A-201

A1

SIM

SIM

A1

SCALE: 1/8" = 1'-0"

VIEW NAME

ELEVATION INDICATIONS

GLASS CONCRETE SIDING

MASONRY

WOOD

FINISHES

INSULATION

LOOSE OR

BATT

GLASS

SMALL SCALE

PLYWOOD

FINISH

RIGID

LARGE SCALE

ROUGH

METAL

METAL @ LARGE

SCALE

STONE

CAST STONE

CMU BRICK

CONCRETE

CONCRETE

EARTHWORK

EARTH OR

COMPACT FILL

LT. WEIGHT

CONCRETE

GRANULAR FILL

SPRAY FOAM

GLASS BLOCK

BLOCKING

MORTAR

ROCK

BRICK CMU SHINGLES

SHADED PORTION IS THE

SIDE CONSIDERED

ROOM NAME

KEY NOTE

REVISION

ROOM NUMBER

DATUM POINT

MATCH LINE

WINDOW TAG

DOOR TAG

GRAPHIC SYMBOLS

WORK POINT

COLUMN GRID LINES

ROOM SYMBOL

PARTITION TYPE

R.D.

MISCELLANEOUS SYMBOLS

F.D.

CHANGE IN ELEVATION

ROOF DRAIN

FLOOR DRAINA

STORAGE

P1

POCKET DOOR

BI-FOLD DOOR

DOUBLE ACTING DOOR

EXIST. DOOR TO REMAIN

NEW SINGLE DOOR

ACCORDION FOLDING DOORDOOR WITH 180 DEGREE SWING

DOOR WITH EMERGENCY RELEASE HARDWARE

EXIST. DOOR TO BE REMOVED

NEW PAIR OF DOORS

DOOR CONVENTIONS

EQUIPMENT TAG

XX-XX

BARN DOOR

POINT ELEVATION

W1

A-101

DISCIPLINE

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURAL

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

SHEET NUMBERING SYSTEM

SHEET TYPE DESIGNATOR

0 - GENERAL - SYMBOLS/LEGEND & NOTES

1 - PLANS

2 - BUILDING ELEVATIONS

3 - BUILDING SECTIONS & WALL SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

7 - USER DEFINED - FLOOR FINISH PLANS

8 - USER DEFINED - LIFE SAFETY PLANS

9- 3D REPRESENTATIONS

SHEET SEQUENCE NUMBER

01 THROUGH 99

DISCIPLINE DESIGNATOR

- (DASH) or D (DEMOLITION)

LC

GYPSUM BOARD

CEILING HT

0' - 0"

MASONRY UNITSMU

TOILET ACC. TAG

XX-XX

CW COMMONWEALTH

ROOF TOP UNITRTU

AHU AIR HANDLING UNIT

TOILETTLT

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DRAWN BY:

CHECKED BY:

IS

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SYMBOLS AND

ABBREVIATIONS

A-001

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

IN

V

IR

G

IN

IA

N

P

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O T

B U

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Y O

F S

U F

F O

LK

, V

A

N . M

A

IN

S T

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O

LK

V A

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N O

V A

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N

/1

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A

M E

N D

M E

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Lic. No. 013830

JASON A. MILLER

L

O C

I

NI

G

RI

VF

OHTAE

W

N O M

M

A

A HCRDE

C

ERT

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CET

T

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8:53:32

AM

06/18/2026

4SA

3-5/8" METAL STUD AT 16" OC WITH 5/8" GWB ON EACH SIDE WITH CONTINUOUS 3-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GWB TO DECK ABOVE.

5/ 8"

5/

8" 5/

8"

CEILING AS SCHEDULED

ONE LAYER 5/8"…